Perencanaan Ulang Jembatan Layang Yogyakarta Interchange Menggunakan Box Girder Beton Prategang

Putera, Resta Utama and , Yenny Nurchasanah, S.T., M.T. (2021) Perencanaan Ulang Jembatan Layang Yogyakarta Interchange Menggunakan Box Girder Beton Prategang. Skripsi thesis, Universitas Muhammadiyah Surakarta.

	PDF (Naskah Publikasi) Naskah Publikasi.pdf Download (956kB)
	PDF (Halaman Depan) Halaman Depan.pdf Download (672kB)
	PDF (Bab I) BAB I.pdf Download (241kB)
	PDF (Bab II) BAB II.pdf Restricted to Repository staff only Download (448kB) | Request a copy
	PDF (Bab III) Bab III.pdf Restricted to Repository staff only Download (845kB) | Request a copy
	PDF (Bab IV) BAB IV.pdf Restricted to Repository staff only Download (274kB) | Request a copy
	PDF (Bab V) BAB V.pdf Restricted to Repository staff only Download (616kB) | Request a copy
	PDF (Bab VI) BAB VI.pdf Restricted to Repository staff only Download (556kB) | Request a copy
	PDF (Bab VII) BAB VII.pdf Restricted to Repository staff only Download (672kB) | Request a copy
	PDF (Bab VIII) BAB VIII.pdf Restricted to Repository staff only Download (430kB) | Request a copy
	PDF (Bab IX) BAB IX.pdf Restricted to Repository staff only Download (402kB) | Request a copy
	PDF (Bab X) BAB X.pdf Restricted to Repository staff only Download (87kB) | Request a copy
	PDF (Daftar Pustaka) DAFTAR PUSTAKA.pdf Download (86kB)
	PDF (Lampiran) Lampiran.pdf Restricted to Repository staff only Download (8MB) | Request a copy
	PDF (Surat Pernyataan Publikasi) Surat Publikasi.pdf Restricted to Repository staff only Download (201kB) | Request a copy

Abstract

The rapid development of transportation brings forth positive and negative impact. One of the negative impacts that occur from this development is congestion on intersections and the city of Yogyakarta is not free from this problem. One of the solution for this problem is by building an overpass. Yogyakarta Interchange overpass is redesigned using prestressed concrete box girder with strength of pressure of 45 MPa. It is a single bridge with a total span of 40 m divided into 2 segments of 20 m each and a height of 2 m. The loading is done according to SNI-1725-2016. Based on the calculation it is acquired an early prestress force of 16140,424 kN with 22,21% loss of prestress with an effective prestress force 12555,686 kN. Girder uses an Uncoated 7 wire super strands ASTM A-416 grade 270 tendon with the amount of 6 tendons consist of 120 strands. Girder’s average deflection is 0,03 m with slab’s average deflection of 1,676 mm.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	Jembatan, Box Girder, Beton Prategang
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	RESTA UTAMA PUTERA
Date Deposited:	24 Apr 2021 04:45
Last Modified:	24 Apr 2021 04:45
URI:	http://eprints.ums.ac.id/id/eprint/90648

Actions (login required)

View Item